In this paper a novel method is presented for the modal decomposition of thin-walled members. The proposed method follows the logic of the constrained finite strip method (cFSM), however, polynomial longitudinal shape functions are applied together with a longitudinal discretization. Thus, strips are transformed into multiple shell finite elements. The longitudinal shape functions are selected in such a way that modal decomposition similar to cFSM can be realized, therefore, the new method can conveniently be described as constrained finite element method (cFEM), possessing all the modal features of cFSM, but with significantly more flexible applicability. The method is briefly presented and illustrated by global buckling problems
Thin-walled sections under localised loading may lead to web crippling of the sections. This report ...
The traditional global (G), distortional (D), and local (L) mode classes of thin-walled members are ...
Cross-section instability greatly complicates the behavior of thin-walled members. Current computati...
In this paper modal decomposition of the deformations of thin-walled structural members are discusse...
This paper presents a new design approach for the stability design of thin-walled members. The propo...
The constrained finite strip method (cFSM) is an extension of the semi-analytical finite strip metho...
This paper illustrates new capabilities for modal identification of shell Finite Element Method (FEM...
The objective of this paper is to provide a derivation for a constrained Finite Strip Method (cFSM) ...
The objective of this paper is to provide the theoretical background and illustrative examples for e...
This paper presents a method for distortional buckling analysis of thin-walled members without assum...
Thin-walled sections under localised loading may lead to buckling of the sections. This paper briefl...
Thin-walled sections under localised loading may lead to web crippling of the sections. This paper d...
A finite element procedure to carry out linear buckling analysis of thin-walled members is developed...
The Semi-Analytical Finite Strip Method (SAFSM) for pre-buckling analysis of thin-walled sections un...
In this paper local elastic and geometric stiffness matrices of ashell finite element are presented ...
Thin-walled sections under localised loading may lead to web crippling of the sections. This report ...
The traditional global (G), distortional (D), and local (L) mode classes of thin-walled members are ...
Cross-section instability greatly complicates the behavior of thin-walled members. Current computati...
In this paper modal decomposition of the deformations of thin-walled structural members are discusse...
This paper presents a new design approach for the stability design of thin-walled members. The propo...
The constrained finite strip method (cFSM) is an extension of the semi-analytical finite strip metho...
This paper illustrates new capabilities for modal identification of shell Finite Element Method (FEM...
The objective of this paper is to provide a derivation for a constrained Finite Strip Method (cFSM) ...
The objective of this paper is to provide the theoretical background and illustrative examples for e...
This paper presents a method for distortional buckling analysis of thin-walled members without assum...
Thin-walled sections under localised loading may lead to buckling of the sections. This paper briefl...
Thin-walled sections under localised loading may lead to web crippling of the sections. This paper d...
A finite element procedure to carry out linear buckling analysis of thin-walled members is developed...
The Semi-Analytical Finite Strip Method (SAFSM) for pre-buckling analysis of thin-walled sections un...
In this paper local elastic and geometric stiffness matrices of ashell finite element are presented ...
Thin-walled sections under localised loading may lead to web crippling of the sections. This report ...
The traditional global (G), distortional (D), and local (L) mode classes of thin-walled members are ...
Cross-section instability greatly complicates the behavior of thin-walled members. Current computati...